Article Title,Year,Volume,Issue,Page Range,Author
Revising the Areal Extent of Post-Earthquake Inspections of Dams in Quebec,2006,43,10,1015-1027,Lamontagne
Predicting deposition of debris flows in mountain channels,1990,27,4,409-417,Benda
Experimental modelling of debris flow behaviour using a geotechnical centrifuge,2010,47,7,742-762,Bowman
An empirical-statistical model for debris flow travel distance,2001,38,5,982-994,Fannin
Effects of the construction sequence of twin tunnels at different depths on an existing pile,2014,51,2,173-183,Lu
Base liquefaction: a mechanism for shear-induced failure of loose granular slopes,2014,51,5,496-507,Take
Stability of mine development intersections -- a probabilistic analysis approach,2014,51,2,184-195,Abdellah
Behaviour of piles subjected to passive loading due to embankment construction,2014,51,3,303-310,Karim
Discussion of "Stability assessment of slopes with cracks using limit analysis",2014,51,7,822-825,Utili
Estimation of rockburst wall-rock velocity invoked by slab flexure sources in deep tunnels,2014,51,5,520-539,Qiu
Analysis of buried pipelines subjected to ground surface settlement and heave,2015,52,8,1058-1071,Kouretzis
Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method,2014,51,1,16-29,Allen
Outstanding issues in excavation of deep and long rock tunnels: a case study,2014,51,9,984-994,Zhang
Effect of blast-induced vibrations on fill failure in vertical block mining with delayed backfill,2014,51,9,975-983,Mitri
Adapting Hazus for seismic risk assessment in Canada,2014,51,2,217-222,Nastev
Three-dimensional numerical analysis for rock slope stability using shear strength reduction method,2014,51,2,164-172,Shen
Failures of sand tailings dams in a highly seismic country,2014,51,4,449-464,Villavicencio
Influence of valley geometry on stability of an earth dam,2014,51,10,1207-1217,Chugh
Integrating Eurocode 7 (load and resistance factor design) using nonconventional factoring strategies in slope stability analysis,2014,51,2,208-216,Pantelidis
Corrigendum: Flume investigation of landslide debris-resisting baffles,2015,52,2,255,Song
Sustainability and geotechnical engineering: perspectives and review,2015,52,1,96-113,Basu
Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage,2015,52,1,73-86,Indraratna
Finite element modeling of partially embedded pipelines in clay seabed using Coupled Eulerian-Lagrangian method,2015,52,1,58-72,Dutta
Estimating slope of critical state line from cone penetration test -- an update,2015,52,1,46-57,Reid
Mechanical properties of a weak pyroclastic rock and their relationship with microstructure,2015,52,2,211-223,Tommasi
Residual shear strength of fine-grained soils and soil-solid interfaces at low effective normal stresses,2015,52,2,198-210,Eid
Surface microscopic examination of quartz grains from rock avalanche basal facies,2015,52,2,167-181,Wang
Shear stiffness modeling of cemented clay,2015,52,2,156-166,Yang
Measurement of vertical and longitudinal rail displacements using digital image correlation,2015,52,2,141-155,Take
Comparison of airborne laser scanning terrestrial laser scanning and terrestrial photogrammetry for mapping differential slope change in mountainous terrain,2015,52,2,129-140,Lato
Predicting the behaviour of coal wash and steel slag mixtures under triaxial conditions,2015,52,3,367-373,Indraratna
Deformational behavior of fouled railway ballast,2015,52,3,344-355,Ebrahimi
Ageing of exposed geomembranes at locations with different climatological conditions,2015,52,3,326-343,Rowe
Debris-flow velocities and superelevation in a curved laboratory channel,2015,52,3,305-317,Scheidl
Effect of Thompson River elevation on velocity and instability of Ripley Slide,2015,52,3,257-267,Hendry
Development of an early-warning time-of-failure analysis methodology for open-pit mine slopes utilizing ground-based slope stability radar monitoring data,2015,52,4,515-529,Eberhardt
The 1994 landslide at Sainte-Monique Quebec: geotechnical investigation and application of progressive failure analysis,2015,52,4,490-504,Demers
Conceptual hydrogeological model for a landfill in a floodplain environment: case study of the JV Industries and Fairway Landfill Shxwhá:y Village First Nation Chilliwack B.C,2015,52,4,479-489,Romano
On the compressibility of tire-derived aggregate: comparison of results from laboratory and field tests,2015,52,4,442-458,Yi
Quantification of landslide velocity from active waveguide-generated acoustic emission,2015,52,4,413-425,Dixon
Observations of grain-scale interactions and simulation of dry granular flows in a large-scale flume,2015,52,5,638-655,Bowman
Simplified design model for rigid pipe joints based on the two-pipe approximation,2015,52,5,626-637,Wang
Behaviour of bell and spigot joints in buried reinforced concrete pipelines,2015,52,5,609-625,Moore
Initiation and failure mechanism of base instability of excavations in clay triggered by hydraulic uplift,2015,52,5,599-608,Hong
Limit equilibrium slope stability analysis using the nonlinear strength failure criterion,2015,52,5,563-576,Li
Capacity of dynamically installed anchors as assessed through field testing and three-dimensional large-deformation finite element analyses,2015,52,5,548-562,Wang
Relationship between installation torque and axial capacities of helical piles in cohesionless soils,2015,52,6,747-759,Sakr
Specimen size effects on behavior of loose sand in triaxial compression tests,2015,52,6,732-746,Omar
Measuring shear wave velocity Vs of a hidden layer: an application to soil improvement under roads,2015,52,6,721-731,Mulargia
Long-runout mechanism and landsliding behaviour of large catastrophic landslide triggered by heavy rainfall in Guanling Guizhou China,2015,52,7,971-981,Li
Investigation of the influence of natural fractures and in situ stress on hydraulic fracture propagation using a distinct-element approach,2015,52,7,926-946,Zangeneh
Criteria for defining the required duration of a creep test,2015,52,7,883-889,Tomanovic
Effects of construction sequence and cover depth on crossing-tunnel interaction,2015,52,7,851-867,Boonyarak
Shear behaviour of sandy silt treated with lignosulfonate,2015,52,8,1180-1185,Indraratna
Temporary stability of steep noncemented and lightly cemented soil slopes,2015,52,9,1374-1384,Lade
Landslide mobility analysis for design of multiple debris-resisting barriers,2015,52,9,1345-1359,Kwan
Determination of three-dimensional shape of failure in soil slopes,2015,52,9,1283-1301,Kalatehjari
Installation of dynamically embedded plate anchors as assessed through field tests,2015,52,9,1270-1282,O'Loughlin
Monitoring and numerical investigation of a rigid inclusions-reinforced industrial building,2015,52,10,1592-1604,Simon
Improved shield tunnel design methodology incorporating design robustness,2015,52,10,1575-1591,Huang
Study of ground collapse induced by large-diameter horizontal directional drilling in a sand layer using numerical modeling,2015,52,10,1562-1574,Ma
Numerical investigation of the geomechanical response of adjacent backfilled stopes,2015,52,10,1507-1525,Li
Shear strength properties of plain and spirally profiled cable bolts,2015,52,10,1490-1495,Aziz
Geomechanical safety assessment for transversely isotropic rock mass subjected to deep mining operations,2015,52,10,1477-1489,Pytel
Discrete element modeling of fluid injection-induced seismicity and activation of nearby fault,2015,52,10,1457-1465,Yoon
Rotation of principal axes and changes of stress due to mine-induced stresses,2015,52,10,1440-1447,Ptacek
Intense rockburst impacts in deep underground construction and their prevention,2015,52,10,1426-1439,Konicek
Quantification of mechanical and hydric components of soil reinforcement by plant roots,2015,52,11,1839-1849,Bernard
Time effects on shaft capacity of jacked piles in sand,2015,52,11,1830-1838,Lim
Influence of sand density and retaining wall stiffness on three-dimensional responses of tunnel to basement excavation,2015,52,11,1811-1829,Ng
Full-scale experimental testing of dump-point safety berms in surface mining,2015,52,11,1791-1810,Giacomini
Centrifuge testing to simulate buried reinforced concrete pipe joints subjected to traffic loading,2015,52,11,1762-1774,Xu
Stability and failure mass of unsaturated heterogeneous slopes,2015,52,11,1747-1761,Le
Grouted gravel column-supported highway embankment over soft clay: case study,2015,52,11,1725-1733,Liu
Kinematics of jointed pipes and design estimates of joint rotation under differential ground movements,2015,52,11,1714-1724,Moore
Ability of three different soil constitutive models to predict a tunnel's response to basement excavation,2015,52,11,1685-1698,Sun
Sliding stability analysis of gravity dam founded on rock mass with impersistent joint set,2015,52,11,1668-1684,Cabrera
Seismic soil-culvert interaction,2015,52,11,1649-1667,Abuhajar
Scaled physical and numerical modelling of static soil pressures on box culverts,2015,52,11,1637-1648,Abuhajar
Bearing capacity factors for a conical footing using lower- and upper-bound finite elements limit analysis,2015,52,12,2134-2140,Chakraborty
An energy-based approach to predict debris flow mobility and analyze empirical relationships,2015,52,12,2113-2133,Federico
Capillary-based effective stress formulation for predicting shear strength of unsaturated soils,2015,52,12,2067-2076,Konrad
A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis,2015,52,12,2055-2066,Cheng
Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced pile-supported embankment,2015,52,12,2041-2054,Rowe
Influence of gravel density in the behaviour of soft soils improved with stone columns,2015,52,12,1968-1980,Miranda
Analytical solutions for calculating pore-water pressure in an infinite unsaturated slope with different root architectures,2015,52,12,1981-1992,Liu
Effect of waste rock inclusions on the seismic stability of an upstream raised tailings impoundment: a numerical investigation,2015,52,12,1930-1944,Aubertin
Modelling effects of pile diameter,2016,53,1,173-178,Dowling
Numerical simulations of seismic and post-seismic behavior of tailings,2016,53,1,85-92,Aubertin
Three-dimensional levee and floodwall underseepage,2016,53,1,72-84,Jafari
Shaft resistance of driven cast-in-situ piles in sand,2016,53,1,49-59,Flynn
Simulation of unstable rock failure under unloading conditions,2016,53,1,22-34,Cai
Limit analysis and finite element evaluation of lateral pipe-soil interaction resistance,2016,53,1,14-21,McCarron
Hydromechanical behaviour of expansive soils with different suctions and suction histories,2016,53,1,1-13,Zhang
Soil mechanics as it affects vehicle performance,1966,3,4,204-216,Wilson
Reply: failure of an oil storage tank founded on a sensitive marine clay,1966,3,3,168-169,Brown
Landslide on the Toulnustouc River Quebec,1966,3,3,113-144,Conlon
Predicting unfrozen water contents in frozen soils,1966,3,2,53-60,Dillon
Discussion: failure of an embankment founded on varved clay,1966,3,1,42-45,Lo
Discussion: failure of an oil storage tank founded on a sensitive marine clay,1965,2,4,345-346,Bozozuk
Discussion: failure of an oil storage tank founded on a sensitive marine clay,1965,2,4,343-345,Newland
The corrosiveness of Muskeg waters: a review,1965,2,4,327-336,MacFarlane
Correlating freeze-up and break-up with weather conditions,1965,2,4,313-326,Williams
A study of a large compacted clay embankment-fill failure,1965,2,3,274-286,Insley
Discussion: A till cofferdam in the St. Lawrence River,1965,2,3,271-273,Conlon
A till cofferdam in the St. Lawrence River,1965,2,3,261-270,Sutcliffe
Failure of an embankment founded on varved clay,1965,2,3,234-253,Lo
Discussion: Shellmouth Dam test fill,1965,2,3,213-215,Peterson
Discussion: Shellmouth Dam test fill,1965,2,3,212-213,Matyas
Shellmouth Dam test fill,1965,2,3,198-211,Rivard
Some factors controlling the predictability of stress-strain behaviour of clay,1965,2,2,60-83,Ladanyi
Earth pressures at rest related to stress history,1965,2,1,1-15,Brooker
Difficulties associated with predicting depth of freeze or thaw,1964,1,4,215-226,Brown
Failure of an oil storage tank founded on a sensitive marine clay,1964,1,4,205-214,Brown
Performance measurements on two new anchored bulkheads,1964,1,3,167-178,Matich
Landslides and pleistocene deposits in the Meikle River Valley of Northern Alberta,1964,1,3,155-166,Nasmith
Soil mechanics aspects of the Red River Floodway,1964,1,3,133-146,Mishtak
Earthflows at the Beattie Mine Quebec Canada,1964,1,2,104-114,Eden
Sand displacement and compaction around model friction piles,1964,1,2,81-93,Robinsky
List of recommended symbols for soil mechanics,1963,1,1,52-54,
Some recent research on the bearing capacity of foundations,1963,1,1,16-26,Meyerhof
Heave of spillway structures on clay shales,1963,1,1,5-15,Peterson
The Empress Hotel Victoria British Columbia. Sixty-five years of foundation settlements: discussion,1971,8,4,610-611,Keene
The geotechnical design of the Townline Road-Rail Tunnel: discussion,1971,8,4,609-610,Quigley
The geotechnical design of the Townline Road-Rail Tunnel: discussion,1971,8,4,604-606,Lo
Analysis of a failed slope,1971,8,4,596-599,Thomson
Stress distribution in rock anchors,1971,8,4,588-592,Hollingshead
The influence of structural rigidity on the foundation loads of the CN Tower Edmonton,1971,8,4,527-537,DeJong
The Empress Hotel Victoria British Columbia. sixty-five years of foundation settlements: discussion,1971,8,3,501,Walker
The Saint-Jean-Vianney landslide: observations and eyewitnesses accounts,1971,8,3,463-478,Tavenas
South Nation River landslide 16 May 1971,1971,8,3,446-451,Mitchell
Natural slope failure Northeastern Skeena Mountains,1971,8,3,384-390,Eisbacher
Effect of freeze-thaw cycling on stress-strain characteristics and volume change of a till subjected to repetitive loading,1971,8,3,359-371,Culley
Observations on some basal failures in sheeted excavations: reply,1971,8,2,349-350,Lo
Observations on some basal failures in sheeted excavations: discussion,1971,8,2,346-349,Bauer
A regional study of landsliding near Ottawa,1971,8,2,315-335,Sangrey
The geotechnical design of the Townline road-rail tunnel,1971,8,2,299-314,Conlon
Observations of the failure of a vertical cut in clay at Welland Ontario,1971,8,2,283-298,Kwan
Construction on permafrost,1971,8,2,236-251,Johnston
Settlements of two multistory buildings in Edmonton,1971,8,2,217-235,DeJong
Use of ice covers for transportation,1971,8,2,170-181,Gold
Investigation of the mechanical properties of St. Lawrence River ice,1971,8,2,163-169,Gold
Bearing Capacity of Piles Driven into Rock,1971,8,2,151-162,Rehnman
The mechanics of landslides in leda clay: reply,1971,8,1,148-149,Mitchell
The mechanics of landslides in leda clay: discussion,1971,8,1,143-148,Paul
Geological data handling in urban areas,1971,8,1,134-138,Grice
The Empress Hotel Victoria British Columbia: sixty-five years of foundation settlements,1971,8,1,77-93,Crawford
Classification of river and lake ice,1971,8,1,36-45,Michel
Load tests results on friction piles in sand,1971,8,1,7-22,Tavenas
A Review of the 1924 Kenogami Landslide,1971,8,1,1-6,Brzezinski
On the effectiveness of sand drains: discussion,1970,7,4,508-510,Lindskog
The mechanics of landslides in Leda clay: Discussion,1970,7,4,506-507,Ladanyi
The mechanics of landslides in Leda clay: Discussion,1970,7,4,504-505,Jarrett
Observations on break-up of river ice in north central Alberta,1970,7,4,457-463,Nuttall
On contributory factors in avalanche hazard evaluation,1970,7,4,414-419,Perla
Process of failure in ice,1970,7,4,405-413,Gold
Planning defences against avalanches,1970,7,4,397-404,Schaerer
The behavior of tied-back retaining walls,1970,7,4,372-396,Hanna
Dikes on permafrost foundations in northern Manitoba,1970,7,4,356-364,Macpherson
Safety factors in soil mechanics,1970,7,4,349-355,Meyerhof
Gravitational stress field around a tunnel in soft ground: Reply,1970,7,3,348,Ladanyi
Gravitational stress field around a tunnel in soft ground: Discussion,1970,7,3,346-348,Schmidt
Some observations on the undrained shearing strength used to analyze a failure: Reply,1970,7,3,345-346,Delory
Some observations on the undrained shearing strength used toanalyze a failure: Discussion,1970,7,3,343-344,Brown
On the yielding and mechanical strength of Leda clays,1970,7,3,297-312,Mitchell
The mechanics of landslides in Leda clay,1970,7,3,285-296,Mitchell
Safety factors and the probability distribution of soil strength,1970,7,3,225-242,Lumb
Riverbank stability study at the University of Alberta Edmonton: Discussion,1970,7,2,170-172,Brooker
Riverbank stability study at the University of Alberta Edmonton: Discussion,1970,7,2,169-170,Iverson
Riverbank stability study at the University of Alberta Edmonton,1970,7,2,157-168,Thomson
Regional geology and landslides in the marine clay deposits of Eastern Canada,1970,7,2,145-156,La Rochelle
Observations on some basal failures in sheeted excavations,1970,7,2,136-144,Lo
A finite element approach to elastic soil-structure interaction,1970,7,2,95-105,Smith
Microstructural changes in soft quick clay at failure,1970,7,1,1-7,Pusch
Influence of soil-structure interaction on the earthquake response in buildings: discussion,1969,6,4,443-444,Rainer
Behavior of an overpass carried on footings and friction piles,1969,6,4,369-382,Brzezinski
Earth pressures on Ottawa outfall sewer tunnel: discussion,1969,6,3,365,Meyerhof
On the effectiveness of sand drains,1969,6,3,287-326,Casagrande
Vertical movements and crack-width changes on highway pavement surfaces,1969,6,3,253-270,Rix
Elastic and slip components of the deformation of sand,1969,6,3,227-240,Barden
Influence of soil-structure interaction on the earthquake response of buildings,1969,6,2,177-195,Singhal
Foundation anchor piles in clay-shales,1969,6,2,159-174,Jaspar
Selection and performance of anchors for guyed transmission towers: discussion,1969,6,2,135-137,Insley
Selection and performance of anchors for guyed transmission towers,1969,6,2,119-135,Robinson
Some observations on the undrained shearing strength used to analyze a failure,1969,6,2,97-110,Salvas
Construction method and stability of embankments on muskeg,1969,6,1,81-96,Raymond
Settlement of a high embankment and overpass structures in Ottawa,1969,6,1,33-45,Burn
Earth pressures on Ottawa-outfall sewer tunnel,1969,6,1,17-32,Bozozuk
Discussion: Settlement of a furnace foundation Sorel Quebec by H. Q. Colder and J. C. Osler ( vol. 5 no. 1: 46-56),1968,5,4,249-250,Meyerhof
The ultimate uplift capacity of foundations,1968,5,4,225-244,Meyerhof
The prediction of consolidation rates in a cemented clay,1968,5,4,192-216,Walker
Discussion: Landslide on the Toulnustouc River Quebec by R. J. Conlon (vol. 3 no. 3: 113-144),1968,5,3,175-177,Quigley
Arrow project cofferdam,1968,5,3,127-141,Gadsby
Performance monitoring of a deep cofferdam in sensitive clay,1968,5,2,80-94,Pappas
Unusual movements of abutments supported on end-bearing piles,1968,5,2,69-79,Stewmac
Post-peak behaviour of sensitive clays in undrained shear,1968,5,2,59-68,Ladanyi
Settlement of a furnace foundation Sorel Quebec,1968,5,1,46-56,Golder
Settlement of an embankment on leda clay,1968,5,1,16-27,Hamilton
Settlement observations at Kars Bridge,1968,5,1,28-45,Eden
Discussion: Landslide on the Toulnustouc River Quebec by R. J. Conlon (vol. 3 no. 3: 113-144),1967,4,4,409-410,Jarrett
Research notes: The uselessness of elephants in compacting fill,1967,4,3,358-360,Meehan
Landslide on the Toulnustouc River Quebec by R. J. Conlon (vol. 3 no. 3:113-144),1967,4,3,351-352,Townsend
Discussion: a study of a large compacted clay embankment-fill failure (vol.2 no. 274-286),1967,4,3,347-349,Insley
Portage Mountain Dam: III. Development of construction control,1967,4,2,184-217,Low
Portage Mountain Dam: II. Materials,1967,4,2,142-166,Harris
Portage Mountain Dam: I. An outline of the project,1967,4,2,125-138,Ripley
Discussion: static and seismic behaviour of an earth dam,1967,4,1,42-43,Peterson
Static and seismic behaviour of an earth dam,1967,4,1,28-37,Finn
Earthquake-resistant design of earth dams,1967,4,1,1-27,Seed
Stability of slopes in anisotropic nonhomogeneous soils,1975,12,1,146-152,Chen
Failure along planes of weakness,1975,12,1,118-125,Lajtai
Urban fringe development and slope instability in Southern Saskatchewan,1975,12,1,106-118,Sauer
Some aspects of a simple secondary creep model for deformations in permafrost slopes,1975,12,1,98-105,McRoberts
Salvage of heavy construction equipment by a floating ice bridge,1975,12,1,58-69,Kivisild
Damping in dynamic structure-foundation interaction,1975,12,1,13-22,Rainer
The failure criteria for soils,1974,11,4,628-632,Nagaraj
Critical period for stability of an excavated slope in clay soil,1974,11,4,620-623,Kenney
Ice bridges of the James Bay Project,1974,11,4,599-619,Rosenberg
Stability of slopes in frozen soil Mackenzie Valley N.W.T,1974,11,4,554-573,Morgenstern
Blackstrap Lake ice cover parking lot,1974,11,4,490-508,Meneley
The stability of thawing slopes,1974,11,4,447-469,Morgenstern
A new technique for reduction of excess pore pressures during pile driving,1974,11,3,423-430,Holtz
Study of bridge foundation performance under dynamic loading,1974,11,3,409-419,Dodds
Geotechnical properties of a very dense glacial till,1974,11,3,396-408,Radhakrishna
Uplift forces on foundations in frost heaving soils,1974,11,3,323-338,Penner
Accurate measurement of displacement,1974,11,2,306-309,Wilson
Theoretical synthesis and analysis of strong motion spectra of earthquakes,1974,11,2,278-297,Hasegawa
Ultimate bearing capacity of footings on sand layer overlying clay,1974,11,2,223-229,Meyerhof
An evaluation of the stability of natural slopes in plastic Champlain clays,1974,11,1,165-181,Lee
Failure of a test embankment on a sensitive Champlain clay deposit,1974,11,1,142-164,Roy
Immediate settlements of three test embankments on Champlain clay,1974,11,1,109-141,Roy
The analysis of two slope failures in cemented Champlain clays,1974,11,1,89-108,La Rochelle
Stability of road embankments in soft clay,1974,11,1,72-88,Flaate
Slope stability analysis in anisotropic Winnipeg clays,1974,11,1,59-71,Freeman
Behavior of a cemented plastic clay as an embankment foundation,1974,11,1,46-58,Lefebvre
Flowsliding in sensitive soils,1974,11,1,11-31,Mitchell
The generalized failure of an Ottawa Valley Champlain Sea clay,1973,10,4,607-616,Mitchell
A reexamination of the geology of the Frank slide,1973,10,4,581-591,Cruden
An approach to the problem of progressive failure: discussion,1973,10,3,562-564,Mitchell
A slope failure in swelling clay,1973,10,3,531-536,Kassiff
Foundation performance of a 100-year-old bridge,1973,10,3,504-519,Legget
A study of some factors affecting the thawing of frozen soils,1973,10,3,439-452,Nixon
Instrumentation for dykes on permafrost Kettle Generating Station,1973,10,3,410-427,Gupta
Performance of a 48-in. warm-oil pipeline supported on permafrost,1973,10,2,282-303,Wilson
Heave and settlement of two tall building foundations in Edmonton Alberta,1973,10,2,261-281,DeJong
Instrumentation around a warm oil pipeline buried in permafrost,1973,10,2,227-245,Watson
Measured contact pressures below raft supporting a stiff building,1973,10,2,180-192,Eden
Coupled rocking and lateral vibrations of embedded footings,1973,10,2,145-160,Urlich
Finite element analysis of El Infiernillo Dam,1973,10,2,129-144,Skermer
A study of anchorages for transmission tower foundations: closure,1973,10,1,125-126,Adams
The Empress Hotel Victoria British Columbia. Sixty-five years of foundation settlements: closure,1973,10,1,122-125,Crawford
The Empress Hotel Victoria British Columbia. Sixty-five years of foundation settlements: discussion,1973,10,1,120-122,Leonards
The behavior of piles driven in clay. II. investigation of the bearing capacity using total and effective strength parameters,1973,10,1,86-102,Meyerhof
The uplift capacity of foundations under oblique loads,1973,10,1,64-70,Meyerhof
The Prediction of Permafrost Thicknesses,1973,10,1,1-11,Judge
Some Observations at le Coteau Landslide Gatineau Quebec,1972,9,4,508-514,Eden
Design and performance of an expressway constructed over peat by preloading,1972,9,4,447-466,Samson
An approach to the problem of progressive failure,1972,9,4,407-429,Lo
Duisburg harbour lowered by controlled coal mining,1972,9,4,374-383,Legget
Down-drag on piles in clay due to negative skin friction,1972,9,4,323-337,Fellenius
A study of anchorages for transmission tower foundations: discussion,1972,9,3,321-322,Meyerhof
Instrumented foundations for two 43-storey buildings on till Metropolitan Toronto,1972,9,3,290-303,Trow
A deep excavation and a raft foundation in soft clay,1972,9,3,237-248,Insley
Observations of the failure of a vertical cut in clay at Welland Ontario: note of omission,1972,9,2,235,Pennr
Analytical study of a braced excavation in weak clay,1972,9,2,145-164,Kenney
Observations of the failure of a vertical cut in clay at Welland Ontario: discussion,1972,9,1,123-124,Penner
A study of anchorages for transmission tower foundations,1972,9,1,89-104,Adams
A thermal analysis for structures on permafrost,1972,9,1,33-46,Hwang
Glossary of permafrost and selected ground-ice terms,1989,26,4,769,Ferrians Jr.
Limits to common toppling,1989,26,4,737-742,Cruden
Upper bound to bearing capacity of layered soils,1989,26,4,730-736,Florkiewicz
Postfailure analysis: Tramping Lake causeway Saskatchewan Canada,1989,26,4,687-704,Labossiere
Evaluation of a three-dimensional method of slope stability analysis,1989,26,4,679-686,Hungr
Thermal and physical properties of candidate buffer-backfill materials for a nuclear fuel waste disposal vault,1989,26,4,629-639,Chan
Momentum transfer and friction in the debris of rock avalanches,1989,26,4,623-628,Cruden
Stability analysis of steep rock slopes,1989,26,4,595-603,Afrouz
Design requirement for ice forces,1989,26,4,524-535,Wong
Physical isomorphism in the mechanical behaviour of soils,1989,26,4,517-523,Feda
Numerical modelling of toppling,1990,27,6,823-834,Pritchard
Hydrologic conditions leading to debris-flow initiation,1990,27,6,789-801,Johnson
A limit equilibrium analysis of progressive failure in the stability of slopes,1978,15,1,113-122,Lumb
Usage requirements and features of slope stability computer software (Canada 1977),1978,15,1,83-95,Fredlund
Construction pore pressures in clay foundations under embankments. Part II: generalized behaviour,1978,15,1,66-82,Leroueil
Construction pore pressures in clay foundations under embankments. Part I: the Saint-Alban test fills,1978,15,1,54-65,Roy
An evaluation of the liquefaction potential of the Fraser Delta,1978,15,1,32-46,Byrne
Use of centrifugal model testing to assess slope stability,1978,15,1,14-31,Schofield
Centrifugal model tests of the Lodalen landslide,1978,15,1,1-13,Lyndon
An extension of the Bishop and Morgenstern slope stability charts,1977,14,1,144-151,Mitchell
An examination of some theories of earth pressure on shaft linings,1977,14,1,91-106,Prater
Slope instability in the City of Edmonton,1977,14,1,1-16,Thomson
Consolidation under embankment-type loads,1976,13,1,72-77,Shanker
Geotechnical aspects of coal waste embankments,1976,13,1,27-39,Holubec
Mud Creek Bridge foundation movements,1976,13,1,21-26,Bozozuk
Major rock slides in the Rockies,1976,13,1,8-20,Cruden
Strength parameters for permanent slopes in Champlain Sea clays,1975,12,4,447-455,Mitchell
The Little Smoky landslide,1975,12,3,379-392,Thomson
Bulkhead pressures due to cemented hydraulic mine backfills,1975,12,3,362-371,Smith
Innovations in tailings disposal,1975,12,3,320-325,Shields
Terrain evaluation of the Dempster Highway across the Eagle Plain and along the Richardson Mountains Yukon Territory,1975,12,3,296-319,Sauer
Thermal conductivity laboratory studies of some Mackenzie Highway soils,1975,12,3,271-288,Johnston
Parameters for the design of tailings dams,1975,12,2,235-261,Morgenstern
Deformation characterization of subgrade soils for highways and runways in northern environments,1975,12,2,213-223,Bergan
An analysis of the performance of a warm-oil pipeline in permafrost Inuvik N.W.T,1975,12,2,199-208,Morgenstern
Rainfall-triggered slope instabilities under a changing climate: comparative study using historical and projected precipitation extremes,2017,54,1,117-127,AghaKouchak
Hydromechanical behavior of an embankment during inundation,2017,54,3,348-358,Rotisciani
An empirical method for predicting post-construction settlement of concrete face rockfill dams,2017,54,6,755-767,Konrad
Managing rockfall risk through baseline monitoring of precursors using a terrestrial laser scanner,2017,54,7,953-967,Hutchinson
The Saint-Jude landslide of 10 May 2010 Quebec Canada: investigation and characterization of the landslide and its failure mechanism,2017,54,10,1357-1374,Lefebvre
Influence of debris flow solid fraction on rigid barrier impact,2017,54,10,1421-1434,Song
Plausible failure mechanisms of wildlife-damaged earth levees: insights from centrifuge modeling and numerical analysis,2017,54,10,1496-1508,Saghaee
Design of ballasted railway track foundations using numerical modelling. Part I: Development,2017,55,3,353-368,Sayeed
Design of ballasted railway track foundations using numerical modelling. Part II: Applications,2017,55,3,369-396,Sayeed